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User`s Manual - Camineros en la Red

1. Pile Section Screen from pile top 0 ft de fd od Base Shape L Input C D in Profile Page D Strip oe footing Base Friction Factor B 1 ft D H ns orim Ha Distance to Hard Layer Loads per 1 ft Leave blank if unknown oim Progam will try to search it Y O DET _ Heo Loading UY Copii caine Y UY Y YY X Cancel Width D in Area in2 Lenth B in Thick Th ft Ha ft Weight kip ft ed e 48 0 fi E 30 0 000 Figure 4 6 Shallow Foundation Screen Listed below are the items to be inputted Depth of This value is inputted in the pile profile page Footing L Shape Select the shape of footing base D is the width B is the length The lateral force act perpendicular to B B can be larger or smaller than D For strip footing input B 1ft or CivilTech Software AllPile Manual 23 Thick Th Distance to Hard Layer Ha Weight Area Base Friction Factor Chapter 4 Data Input 1 meter The thickness of the footing used to calculate its weight If a hard layer exists below the base of the footing within four times D settlement will be significantly reduce User can leave this box blank or input 999 if Ha is at great depth or there is no hard layer When this field is left blank the program will automatically search for a hard layer The program will consider a soil layer to be hard if the Nsp gt 50 Weight of the footing section Same as the weight in pile properties scree
2. CivilTech Software AllPile Manual 2 CHAPTER 2 INSTALLATION AND ACTIVATION This chapter provides information about e The installation procedures of the program e How to properly active and register the program CivilTech Software AllPile Manual Chapter 2 Installation and Activation 2 1 Installation The program has two activation methods USB key activation and code activation Prior to activation the program is in demo mode In demo mode some functions of the program is disabled Please follow the installation and activation procedures below that correspond to your version of the software Setup From CD USB Key 1 Insert the CivilTech CD into the CD ROM drive Note For Windows 3 1 go to FILE menu and select RUN Type in D setup For Windows 98 NT 2000 ME XP if the installation does not start automatically click on START and select RUN Type in D setup 2 When the setup screen appears click on AllPile under INSTALLATION Follow the instructions on the screen The installation program will automatically copy the program files into a new directory called AllPile6 and create an icon called AllPile6 on your Windows desktop ATTENTION Do NOT put the USB key into the USB port until asked to do so 3 Once setup is completed click Finish and AllPiles V6 will launch 4 The activation key screen will appear There will be instruction on the panel and ask you to close the program Clic
3. A total area which is the area defined by the outside perimeter A effective area which is different from the total area for H Pile the effective area is the steel section area Perimeter perimeter of section P effective moment of inertia E elastic modulus Weight weight of the section per unit length Hint Pressing the El button will calculate the other parameters automatically based on width You can also modify the data directly CivilTech Software AllPile Manual 21 Chapter 4 Data Input Step 8 Diameter Variation Allows the user to configurate the shape along the length of the pile Choose from straight belled tapered or plate Straight For most pile with straight section Belled For belled pile You need to input two sections to define a bell Input the diameter where the bell starts and select the Belled feature Input a large diameter at where the bell ends and select the Straight feature Refer to sample 3 amp 4 Tapered For timber pile or any tapered pile A tapered pile starts off with a large diameter at the top and a smaller diameter at the bottom of the pile Select Tapered feature at the top of the pile with a larger diameter Select Straight in the next section with a smaller diameter Refer sample 12 Plate For steal or concrete uplift plate Select Plate at the depth where the plate is to be located Refer to sample 17 amp 18 Step 9 Close Screen If you are satisfied with your
4. Lpile In our tests AllPile provided the same results as COM624P and Lpile AllPile is compatible with all Windows operating systems such as 98 NT 2000 ME XP 1 2 About the Manual This manual has two volumes Volume 1 1 Describes how to install activate and start the program Chapters 2 and 3 2 Describes each input and output parameters Chapter 4 and 5 3 Describes customization of the program and how to set up calculation methods and parameters Chapter 6 4 Provides typical examples for using the software Chapter 7 Volume 2 5 Introduces the theory and methods of calculation used in the program the user should be somewhat familiar with pile design theory Chapter 8 1 3 About the Company CivilTech Software is a subsidiary of CivilTech Corporation USA CivilTech Software employs engineers with experience in structural geotechnical and software engineering CivilTech has developed a series of engineering programs that are efficient easy to use engineering oriented practical and accurate The CivilTech Software program series includes Shoring Suite Plus LiquefyPro AllPile SuperLog and lab testing programs These programs are widely used in the U S and around the world For more information please visit our web site at www civiltech com Lpile is a registered trademark of Ensoft Inc 2 COM624P is a public domain software downloadable free from the U S Federal Highways Administration web site
5. and also smooth the pile capacity vs pile length curve Step 4 Ground Elevation It is optional to input a value in this field Ifan elevation is inputted the depth of the pile is shown on the left side and the elevation is shown on the right side of the chart CivilTech Software AllPile Manual 31 Step 1 Select Soil Type Step 2 Adjust N spt slide bar Chapter 4 Data Input loli cf amp Soft Clay Stiff Clay Silt C Sand C Rock TF User Defined p y Above Water Table Static Loading Depth B Description Stiff Clay Y _SoftiSoftiMedium Stiff Very Stiff Hard N spt 10 M Links G 129 2 Ibzft3 J 20 3 kN m3 30 40 50 60 70 80 30 100 110 120 130 140 150 0 5 10 15 20 25 30 35 40 45 50 C 1 25 kip ft2 L j 59 85 kN m2 05 1 15 25 35 45 Step 3 Fine K 313 1 ging 85 0 MN m3 o tuning other 200 400 e00 800 1000 1200 1400 1600 1800 2000 parameters e50 0 87 O Io 0 os 05 Of 10 125 15 175 20 225 25 This Screen is Copyright protected by CivilTech Software Apply X Cancel Figure 4 11 Soil Parameter Screen 4 6 1 Soil Parameter Screen The Soil Parameter screen Figure 4 11 is for inputting or modifying the soil parameters The program provides correlation between N value SPT value and the other parameters refer to Chapter 8 for details You can move the N sliding bar to modify all the parameters or move each bar individually T
6. and their corresponding commands New Save Profile Lateral analysis Sample Pui Down to View Sample Files y Open Exit Vertical analysis Sample pull down manual Figure 3 4 Speed Bar 3 5 Sample and Templates The pull down manual has thirty examples to illustrate how to use the program These examples can also be used as templates in which the user can modify these examples and save it as a different file name The original examples cannot be overwritten CivilTech Software AllPile Manual CHAPTER amp DATA INPUT This chapter will examine e The input fields of the program e How each variable can be modified to fit the analysis Q CivilTech Software AllPile Manual 13 Chapter 4 Data Input 4 1 Input Pages The input pages of AllPile are categorized into six tabbed pages see Figure 4 1 These pages and their relative input parameters are listed below Pile Type page Input pile type and general information about the project Pile Profile page Input pile orientation and positioning Pile Properties page Input pile section data Pile No and Loading page Input pile head load and pile group conditions Soil Properties page Input subsurface conditions Advanced page Input analysis criteria i HINT The units of measure used in this program are presented in Table Q 4 1 at the end of this chapter 7 allpile file name 5 x File Edit Run Setup Help Bb S al E Profile A Vertical Lateral Sa
7. data press Apply to close the screen and post the data to the Pile Property table Figure 4 4 Cancel closes screen but does not save the data HINT 4 If you already have data in Pile Property Table Fig 4 4 and do not want data to be overwritten by Pile Section Screen Fig 4 5 then you should click on Cancel 4 4 3 Effective Area and Total Area For pile analysis the effective area and total area is used according to the pile type The effective area A defined by the section area is commonly used in pile shaft compression calculations whereas the total area A defined by the outside perimeter is used for tip resistances calculations H Pile A gt A A width x height A is the steel net area Concrete Pile with steel bar A lt A A section area of the pile E Steel A A A Sreet Concrete Concrete CivilTech Software AllPile Manual 22 Chapter 4 Data Input Steel Hollow Pipe Pile A gt A A Total outside circular area A Net area of Steel For open pipe piles tip area is A For close pipe piles tip area is A Seal Pipe Pile Filled with Concrete A gt A A total outside circular area E 1 Le A Ascal g A oiiire EOS E steal The same relations can be used for the moment of Inertia 1 and 1 4 4 4 Shallow Footing If you have selected shallow footing as pile type the pile section screen will be as shown in Figure 4 6
8. ground water table GWT depth distance from ground surface If the water table is deeper than the pile tip or at great depth leave the box blank Stratigraphy that are below GWT will appear in blue with a W beside the name a HINT Input the water table depth before completing the Soil Property Y table Leave the box blank if there is no water or water is at great depth Step 2 Soil Property Input You can input up to ten layers if the GWT exist within a layer you must break the layer into two layers at the water table location The total unit weight should be use for soil above the GWT but the buoyant unit weight should be used for soil below the GWT You should input all the data through the Soil Parameter screen shown in Fig 4 11 Top Depth Input the top depth of the soil layer The top is the distance from ground surface to the top of the layer The depth of the first row layer is zero The top of the second layer is the bottom of the first layer The top depth of the last layer is defined as the last row The bottom depth of the last layer is undefined assuming it extends to a great depth Soil Data Press the Click to Open button in the cell to open the Input Soil Parameter screen see next section HINT It is recommended to input all soil parameters CivilTech Software AllPile Manual 30 Phi sy or Dr Nspt Chapter 4 Data Input on the Soil Parameters screen Figure 4 11 Unit weight of soil If the soil
9. is under the water table buoyant weight must be input This is why it is necessary to divide a layer into two if the GWT sits within this layer Buoyant weight is the total unit weight of the soil minus the unit weight of the water HINT Input total unit weight above GWT and buoyant weight below GWT Friction angle of soil Cohesion of soil Modulus of Subgrade Reaction of soil for lateral analysis only If you only run vertical analysis you don t have to input this value Refer to Ch 8 for description If soil is silt rock or clay eso is strain at 50 deflection in p y curve only used for cohesive soil in lateral analysis Refer to Ch 8 If soil is sand Dr is the relative density from 0 to 100 It is for reference only and is not used in the analysis Standard Penetration Test SPT value or N value is the number of blows to penetrate 12 inches in soil 304 8 mm with a 140 lb 622 72 N hammer dropping a distance of 30 inches 0 762 m HINT for more detail on k and eso refer to Chapter 8 Lateral Analysis Step 3 Select Tip Stratum Tip resistance calculation is based on the soil properties at pile tip There may be several very thin layers under the tip If the stratum is not defined as zero the first layer below the tip will control the results Users should define a stratum thick enough to include all the influence layers 10 times pile diameter is recommended This will provide more reasonable results
10. not compatible for networking You cannot install the program on your network server and run it from workstations The program is one copy per license which can only be installed in one workstation CivilTech Software AllPile Manual 6 CHAPTER 3 INTRODUCING ALLPILE This chapter will e Give an overview of the program e Identify the basic functions of the program CivilTech Software AllPile Manual Chapter 3 Introducing AllPile 3 1 Program Overview AllPile operations can be divided into three main steps Figure 3 1 Pile Type Soil Property Pile Profile Group Head Load Pile Property Vertical Analysis Lateral Analysis Charts and Graphics Charts and Graphics Export to Excel Export to Excel Submittal Report Submittal Report Summary Report Summary Report Detail Report Com624 Output Input Figure 3 1 Program Flow CivilTech Software AllPile Manual Chapter 3 Introducing AllPile Step 1 Input Data Enter information into the tabbed input pages Figure 3 2 This step is described in detail in Chapter 4 Step 2 Execute Calculation Press either the Vertical Analysis button or the Lateral button after inputting all the required data The Profile button provides the profile of the pile and soil information Step 3 View and Print Results Reports After Step 2 select the reports and charts you want from the result panel See Chapter 5 for details 3 2 Program Interface AllPile s p
11. to demonstrate the capabilities of the program and allow users to learn more about the input process and other key functions The samples include Auger Cast Concrete Pile Drilled Shaft No Bell Drilled Shaft with Bell FHWA SHAFT Method with Bell Driving Steel Pipe Close Ended Driving Steel Pipe Open Ended Driving Steel H Pile Open Ended Driving Steel Pile in Sloped Ground 9 Driving Steel Pile with Battered Angle 10 Driving Concrete Pile with Battered Angle 11 Driving Concrete Pile with Stinger 12 Driving Timber Pile with Battered Angle 13 Driving Jetted Pile 14 Micropile with Pressure Grout 15 Uplift Anchor based on Soil Strength 16 Uplift Anchor based on Bound Strength 17 Uplift Plate in Shallow Mode 18 Uplift Plate in Deep Mode 19 Shallow Foundation 20 COM624 Sample 1 One Soil 21 COM624 Sample 2 Five Soils 22 COM624 Sample 3 in Butter Angle 23 COM624 Sample 4 P Y Input 24 COM624 Sample 5 Sloped Ground 25 Group Steel Piles 26 Group Auger Cast Piles 27 Group Pre cast Concrete Piles 28 Tower Mono Pile 29 Tower with 3 Piles 30 Tower with 4 Piles E E p Please open the sample files stored in the program and run them to see the input and output data The samples are in English units For Metric SI units open the sample then choose metric on the Pile Type page CivilTech Software AllPile Manual 58
12. two methods for settlement analysis to choose from Vesic Method Reese Method Method based on Vesic s publication in 1977 Method based on Reese and O Neil publication in 1988 Q CivilTech Software AllPile Manual 35 Chapter 4 Data Input Define p y and t z Output Depths Sometimes users might require p y and t z curves to be plotted out Since the curves are different at different depths users can define the depths at which the curves are to be generated If the table is left blank the program will automatically generate curves at depths of equal intervals CivilTech Software AllPile Manual 36 4 8 Units of Measure The unit for input data is presented in Table 4 1 Table 4 1 Units of Measure Chapter 4 Data Input Input Page of Item Symbol English Unit Metric Unit Program Pile Profile Pile length L feet ft m Height Pile top to H feet ft m ground Surface slope angle As degrees Degrees Batter angle Ab degrees Degrees Pile Property From pile top Z feet ft m Width D inches in cm Area of section A square inches in cm Perimeter of section P in cm Moment of inertia I inf cm Modulus of elasticity E kip in MN m MPa Weight of pile section W kip ft KN m Pile Number Vertical Load Q Kip KN and Loading Shear Lateral Load P kip KN Moment M kip ft kN m Torsion T kip ft kN m Lateral Slope St in in cm cm Stiffness Kt kip ft in in kN m cm cm Distribution From pi
13. xj File Edt Run Setup Help 6 S E Profile Sample Pull Down to View Sample Files y Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced A Vertical m Lateral p i fo After entering data Pile Length L t 30 press Enter key Type data in box if it is beyond limits of Top Height H 81 sliding bar Surface Angle As fai 0 30 D degree 30 Batter Angle Ab fi 0 2 0 degree Figure 4 2 Pile Profile Input Page H gt 0 HINT You can enter pile data using either the interactive sliding bar or 9 typing the numbers into the text boxes followed by Enter Changes will be reflected in the profile on the left immediately If the data exceed the limits of sliding you can type data directly in the text box CivilTech Software AllPile Manual Chapter 4 Data Input Pile Length L The total length of the pile including above and below ground Top Height H The distance from the top of the pile to the ground surface A negative value indicates the pile is buried below the ground surface see Figure 4 3 The sliding bar can also be used to select the desirable elevation H is the distance from top of pile to ground surface H gt 0 Pile top above ground Figure 4 2 H 0 Pile top at ground surface H lt 0O Pile top under ground Figure 4 3 Surface Angle As If the ground surface is sloped input the slope in degrees here NOT
14. 5655 WD is Pik Tp Figure 5 1 Profile Screen 5 2 Vertical Analysis Results Clicking on Vertical Analysis will display a panel that allows you to choose the different types of result from the analysis For this analysis all lateral load components are ignored and only vertical load is considered Figure 5 2 shows the several choices available for vertical analysis JJ Depth s Q Summary Report E Load Settlement 1 Submittal Report KV Capacity Length E Detailed Report Lenath From to 45 0 MX To MS Excel Ultimate Allowable _ Browse t z Curve le q w Curve Figure No Figure 1 Close Figure 5 2 Vertical Analysis Results Panel gt CivilTech Software AllPile Manual 39 Chapter 5 Result 5 2 1 Depth z vs s f Q The program provides four diagrams in this report as shown in Figure 5 3 Each diagram is explained below All the data is based on ultimate loading condition V Stress S Vertical stress overburden stress in the soil adjacent to the pile The stress increases with depth z to a certain point and then becomes constant This is because the overburden stress has a maximum limit This limit can be modified on the Advanced page Skin Friction f Upward and downward side resistances are the combination of friction and adhesion from soils Axial Force Q Downward capacity and uplift are combined in one graph The left portion of the graph d
15. AliPile Version 6 and Later User s Manual Volume 1 Qy CivilTech Software 2004 All the information including technical and engineering data processes and results presented in this program have been prepared according to recognized contracting and or engineering principles and are for general information only If anyone uses this program for any specific application without an independent competent professional examination and verification of its accuracy suitability and applicability by a licensed professional engineer he she does so at his her own risk and assumes any and all liability resulting from such use In no event shall CivilTech be held liable for any damages including lost profits lost savings or other incidental or consequential damages resulting from the use of or inability to use the information contained within Information in this document is subject to change without notice and does not represent a commitment on the part of CivilTech Corporation This program is furnished under a license agreement and the program may be used only in accordance with the terms of the agreement The program may be copied for backup purposes only The program or user s guide shall not be reproduced stored in a retrieval system or transmitted in any form or by any means electronic mechanical photocopying recording or otherwise without prior written consent from CivilTech Corporation Copyright 2004 CivilTech Corpora
16. E Due to the limitations of the original COM624 the friction angle of any soils should be larger than the slope angle input here Cohesive soil with zero or small friction angle in any layers cannot be associated with sloped ground surface Batter Angle Ab If the pile is battered input the batter angle here The friction angle of any soils should be larger than the batter angle Figure 4 3 Pile Profile with H lt 0 CivilTech Software AllPile Manual 17 Chapter 4 Data Input 4 4 Pile Properties Page The table on the Pile Properties Page Figure 4 4 allows you to choose the pile property Ten different sections can be defined along the length of the pile If the pile has a uniform section you only need to input the first row You should input all the data through the Pile Section screen shown in Figure 4 5 by clicking on the buttons of the Pile Property Table Figure 4 4 7 Allpile file name ex4 a6p E 10 x File Edt Run Setup Help D ii EE Profile Vertical Lateral Sample Pt Bell Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced Pile Property Table Pile Length 40 ft 266222 1 2593 7 3000 2 10 150 8 2280 0 150 8 210087 0 3000 2 01 5130 1 226 2 1063565 5 3000 4 53 Click button to open Pile Section screen Click to Open ck to Open Y Add Tip Sect Only if bearing area is different from that of th
17. ED BAR cistitis ae sta oh ee a te cic ee Se ae Da is 52 T E WABBEU PAGES cote A EE cate A Sache hed oe Ye 52 6 4 1 REPORTFORMATIPAGE tccsiccn ete dictciecdictotces elec obs 52 6 4 2 MATERIALS PAGE Solid tt dt ltz 53 6 43 IPIEE TYPE PAGE il el nd eed ed eal 55 CHAPTER 7 SAMPLES siisccsssccsecannascccsncesssdacuantdccecssswacesuasacceswancvesauwsnsdeas D y Aaa E E A 58 CivilTech Software AllPile Manual CATER 1 IN TRODUCTION This chapter provides information about e Our company background as an engineering consultant and software developer e The program capabilities e The manual and what it contains CivilTech Software AllPile Manual Chapter 1 Introduction 1 1 About AllPile The program AllPile for Windows Version 6 analyzes pile load capacity efficiently and accurately AllPile can handle all types of piles drilled shaft driven pile auger cast pile steel pipe pile H pile timber pile tapered pile bell pile shallow foundation etc You can define new pile types and input customized parameters based on local practices and experience The program is capable of performing the following calculations e Lateral capacity and deflection e Static and cyclic conditions e Vertical capacity and settlement e Negative and zero friction e Group vertical and lateral analysis e Shallow footing e FHWA SHAFT program e Tower foundation The lateral calculation directly uses FHWA s COM624P It is comparable with Ensoft s
18. HINTS e In the Notepad page you can copy and paste data to other Windows programs such as Word The tabulated data are tab delimited so they can be processed in Excel using Data text to columns function To export data directly to Excel see Exporting to Excel below e If the report text is wrapped in Notepad you can improve readability by selecting a smaller font by opening Font under the Format menu We recommend using Courier New font size 8 Detail Report The calculation report presents the details of the calculation so that the user can check the correctness of the calculation and also understand how it is done It is viewed in Notepad or Wordpad for larger files Exporting to Excel If you have Microsoft Excel 97 or 2000 installed on your computer clicking on this button will launch a pre designed Excel file called Allpile xls If your Excel program has an option called Virus Macro Protection you will see CivilTech Software AllPile Manual 43 5 2 10 Chapter 5 Result a dialogue box when AllPile launches Excel You should check the Enable Macros option to allow the operation to be continued After the Excel file is opened on the first sheet Data there is a button called Update Vertical Data Press this button to update data from AllPile Then you can view graphics presented in the next few sheets You can edit the graphics to customize your report but do not change the structures and the settings o
19. O Weak is Past Grouted No Input Timber Get Properties a ere E Plastic Diameter Variation St 6 f No Skin Resistance Straight tep 8 e p Dep 37 Description Steel rough Sf Soil Cohesion Apply 0 Inside Materials in Total Area A 2304 0 i i i i i i Pipe Wall El x Cancel 0 50 100 Thickness in tep 9 Width in A in2 Perimeter in E kip in2 Weight kip ft in 48 2304 0 fi 92 0 ms 0 23000 7 792 Effective Area Effective Moment of Inertia Step 7 Figure 4 5 Pile Section Screen Q CivilTech Software AllPile Manual 19 Select Pile Shape Chapter 4 Data Input The shape of the pile can be square rectangular circular octangular or H shaped The internal configuration of the pile can be solid one material hollow square or circular space inside or different material on the skin than on the inside If you select H pile you can also input the pile designation such as W24X94 Then select strong or weak axis used for lateral analysis Strong axis means the lateral load is acting in the same direction as the pile axis X X Next press Get Properties and the program will search the database and get the corresponding properties for the H pile If no match is found the program will select the closest size pile or give a warning message Step 2 Select Outside Skin Materials Select the outside skin material from the materials list Skin material affects
20. SISTANCE DOWNDRAG FORCE 34 4 68 WNITS OF MEASURE dd dado teres 37 CHAPTER 5 RESULTS tsisecuencivcdeinedisccvncndvecensddndeduacduecsnccdudesduasduseumaneuna 38 Q CivilTech Software AllPile Manual i 5 1 O a A EEA E EE T A E ET ATEA 39 5 20 VERTICAL ANALY SIS RESULTS lib 39 2 a D aE E A ETA A E E 40 5 2 2 LOAD VS SETILEMEN 0 AAA 41 5 2 3 CAPACITY VS LENGTH a 41 DD TA GURVES A aro EART 42 5 25 AN CUR MESS ds 42 5 2 6 SUBMITTAL REPORT l 43 BL SUMMARY REPORT irdeni a le put 43 5 2 8 DETAL REPOR Para da a do dd en ads aaa ok eG 43 2 OY EXPORTING TO EXCEL rinitis liniers ini nen seat aherenstcbes clica 43 5 2 MO FIGURE NUMBER sI od 44 Bot LATERA ANA S S RESULTS is fis A ti ia 44 5 9 1 DEPTH Z VS Yn M Picts cocctvenngeaacestctutecuasestarecs doresaepeuneaan E EE rate chaxesnpexcpens 44 5 3 27 LOAD CR A A aT 45 3d DEPT Veco hed A AR A AA a E a A TA E A 46 5 34 DEP TRY io eiie e e aeaea ai adai 46 O P A GURVE aenea e a EAS e A 46 536 SURMA PRE PORT ete ess ee BBS te Des 47 5 3 7 SUMMARY REPOR 2200010010 DA E A A A A at 47 5 3 8 COMO OUT PUTANPU To o ooo 47 5 3 9 EXPORTING TO EXCEL dt d 47 5 S10 FIGURE NUMBER 240 ind a ai a nani pls 47 5 4 PREVIEW AND PRINT SOREEN 00 iii di ii 48 5 5 ERRORS AND TROUBLESHOOTING Li dduinidin idad 48 CHAPTER 6 SETUP OPTIONS cccccnnnncncnsnneccnsnneensseenensseeeenseeessnseeesssen OO BA SETUP SCREEN al e E 51 6 2 PULL DOWN MENU SETUP coito id ida da 51 03 SPE
21. ay 10 3 J 2s mi om 159 6052 AS z O A A A E AO f fa an 34 om aT aa li p j a a li e 53 5 219 1652 004 i gf Hard sandpSiLT yoanen 5 ZW BW HZ R j 187 00 625 2611 03 gt A Verydease sIESAND GBIT 11 H A j 4 AN NI ve ni Head venns Head Momer 250 Head Steam 100 sar sroomm Mar YROD1S Mar Moment 1625 Max Siearz36 E4pfi2 4176000 I haeaore1 a a a a a 4 Load P Figure 5 8 Depth vs yt M P Yt M Click this button to get the two diagrams shown in Figure 5 9 Lateral load P vs head deflection yt Lateral load P vs maximum moment Mmax The diagram shows the pile head deflection under the lateral load at pile head The diagram presents the maximum moment in the pile shaft under the lateral load at pile head LATERAL LOAD vs DEFLECTION amp MAX MOMENT Laterd Load P Hp Latera Load P Hp oop w of O06 Om6 OO 0012 Off 0016 003 Com Head Deflectior yt4n o a ao a a 10 1a 140 160 Mat Momentin Single Ale Amat kp f Figure 5 9 Lateral Load vs Deflection amp Moment gt CivilTech Software AllPile Manual 130 20 45 Chapter 5 Result 5 3 3 Depth vs y A series of deflection curves at increasing loading The loading conditions of the different curves are presented on the table at the lower left corner of the report Figure 5 10 PILE DEFLECTION vs LOADING S
22. cting in X direction as shown in Figure 4 8 the following data are required for group configuration Number of Columns Nx Column Spacing Sx Number of Rows Ny Row Spacing Sy Head Conditions for Group Piles Input number of piles in X direction Input pile spacing in X direction measured from center of piles Input number of piles in Y direction perpendicular to the page Input pile spacing in Y direction measured from center of piles The piles within a group have two possible head conditions as shown on Figure 4 8 1 Free Head 2 Fixed Head Load Conditions for Group Piles Referred to as Free Head condition The top of each pile can freely rotate Pin or hinge connections are assumed between pile cap and piles Referred to as Fix Head there is no rotation in the pile head The pile and pile cap are fixed Moment will be generated at the pile head Four load conditions apply to a set of group piles Vertical load Q Downward and uplift working load at pile cap equally distributed to all piles in the group Input a negative value for uplift load 21 Chapter 4 Data Input Lateral load P Lateral working load at pile cap Positive value of P is from left to right and negative value is from right to left Load will be distributed to all piles in the group based on their lateral stiffness Moment M Moment generated at the pile cap Positive value of P is clockwise and a negative va
23. ctor equals 0 then there is no friction between pile and soils It is the same as zero friction If the pile has a smooth surface and the soil has small settlement Kyeg is in the range of 0 to 0 3 If the pile has a rough surface and the soil has a large settlement Kneg is 0 3 to 0 6 HINTS 1 If Kneg 0 there is no resistance between the pile and the soil i e it is the same as zero resistance Ke Should be a positive value rather than using a negative value 3 You must check the check box on the left side so that the calculation will take into account the negative resistance 4 The negative resistance only applies to downward side resistance not tip resistance The induced downdrag force reduces the pile capacity in the analysis CivilTech Software AllPile Manual 34 Chapter 4 Data Input AN Allpile file name ex9 a6p o x File Edt Run Setup Help D al iil SE Profile Vertical Laterai Sample 9 Driving Steel Pile with Battered Angle y Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced Zero Friction Non load zone and Negative Friction Downdrag force I Zero Friction from to Negative Friction from to Factor J Negative Friction from l to Factor fi Analysis Parameters Vesic Method FS for Downward 1 FS_side 2 FS_tip TS 2 0 FS for Uplift 1 FS_side 2 FS_weight Allowable Defl
24. e is concrete users can input reduction factor to reduce the moment of inertia due to cracking of the concrete 30 is typically used If metal is grouted or post grouted section Anchor or micro pile then adhesion can be inputted Step 5 Percentage of Inside Materials of Total Area and Total Area Step 6 Step 7 If inside materials are different from outside materials use the sliding bar to select the percentage of different material on the inside as a proportion of the total area of the section 100 means the inside materials make up the entire pile section The Pipe Wall Thickness can also be used to determine the composition of inside material and outside material the sliding bar will change accordingly After inputting the wall thickness press el Users can directly input total area in the box If the outside material is concrete or grout the program will allow you to input the Bar Size and Bar Number Width of Pile Bar Size Based on ASTM standard reinforcement bars Bar Number Number of bars in the pile Input width of pile section as follows Square section input side width Circular section input diameter Rectangular section input square root of long side x short side Octangular section input average diameter H pile press Get Properties button to get data Effective Area Perimeter I E G After inputting the pile section width press 1 to calculate the other parameters These parameters are
25. e last section add a new section then ip Section modify the area equal to the bearing area Figure 4 4 Pile Properties Page and Pile Property Table From Top Input the distance from the top of the pile to the start of the following section having different pile properties NOT from the ground surface The first row is always zero Pile Data Press the button in this column to select details from the Pile Section Input screen Figure 4 5 You should input all the pile property data on the Pile Section screen instead of on the Pile Properties table Width Width of the pile section or the pile diameter for a circular pile Area Effective area of the pile section or total area of tip Perimeter Perimeter of the pile section Inertia Effective moment of inertia of the pile E W Elastic modules of outside materials Weight of the pile section for uplift calculation It is per foot or meter See the Effective Area and Total Area section in this chapter gt CivilTech Software AllPile Manual 18 Chapter 4 Data Input 4 4 1 Add Tip Section This button will add an optional tip section at the bottom of pile The area is based on the outside perimeter of the pile Users can modify the data which is only for tip resistance calculation If tip section is not added then program assumes the tip section is the same as the last section which uses effective area The tip section screen is different from the overall sec
26. e user to assign analysis parameters More details are outlined in the following sections 4 7 1 Zero Resistance and Negative Resistance Downdrag Force Zero Resistance The program handles zero resistance on the Advanced page Figure 4 13 If a pile has a section that does not develop side resistance this section has zero resistance For example a free anchor length of tieback anchor and a smooth caisson section of micropile are considered as zero resistance zones If a pile penetrates through a cave the cave portion is considered as a zero resistance zone Up to two zero resistance zones can be defined in each case To specify the zone of zero resistance you must enter the depth of the zone measured from the top of the pile in feet meter Zero resistance includes side and tip resistance HINT You must check the check box to make the zone s be included in the calculation See Chapter 8 for details Negative Resistance If soils in the upper layers have significant settlement the pile will experience downdrag force This area is called negative resistance The program handles negative resistance on the Advanced page Figure 4 13 Up to two negative resistance zones can be defined Factor is the effective factor Kneg It ranges from 0 to 1 depending on the impact of soil settlement on the pile shaft If the factor equals 1 then the negative friction is equal to the friction in the downward capacity analysis If the fa
27. ection 1 Vertical x_allow 2 Lateral _allow in 4 Group Reduction Factor for Lateral Analysis 1 Ax 2 Ry A Settlement Calculation gt C Reese Method Define p y t z Output Depths Analysis Parameters Figure 4 13 Advanced Page For advanced users they can customize analysis parameters listed below FS for Downward FS for Uplift Load Factor Critical Depth as Ratio of Diameter Limit of Max Resistance Allowable Deflection Group Reduction Factor Rside and Reront The factor of safety for downward capacity including side resistance and tip resistance The factor of safety for uplifting including side resistance and the weight of the pile The factor that is multiplied into the vertical load and lateral load The effect of overburden pressure increase with depth The critical depth to which the pressure becomes constant is defined by the diameter of the pile Note A critical depth of 20D is recommended A limit can be applied to the side and tip resistance Note To apply no limits to these values enter 9999 The vertical settlement and lateral deflection limit Ifany one of these values is exceeded a warning message will be displayed In lateral group analysis pile lateral capacity is reduced by existence of a pile in front and a pile on side based on spacing User can input factor in addition to program calculated Rside and Rfront Methods of Settlement Analysis There are
28. eeeecceeeceeeeeececeeeeeeeeeeceeeeeeecueeeeeeestnetaneanness 12 CHAPTER 4 DATA INPUT occ mms 13 a INPUT PAGES a ee UTE e dao 14 4 PLE TY PE PAGESs EE aa E E E T sees ee kascecedkibs tat heat leach aeeecegietes 15 4 2 1 PROJECT MATES a o oy 15 4 2 2 COMMENTS 2 ccccecceeceeccecceeccecceceeeeeucceeeaueceeeeeceeeeeeneeceesaueeeeseeeaeeeeeeeeaeeeaes 15 43 PILEPROFILEPACE e 16 44 PILE PROPERTIES NC EEE 18 4 4 2 PILE SECTION SCREEN a a aa a E a e a a a AE E aiT 19 4 4 3 EFFECTIVE AREA AND TOTAL AREA cccceccecceeccecceeceeececeeeeceeceeeueecuseaeeaeeeees 22 4 4 4 SHALLOW FOOTING 20 02 e cecceeceeccecceeccecceeceeececeeecueceeeaeeceeeaeeneeeeeeaeeceeeeeneeeaes 23 4 5 PILE NO AND LOADING occoocccncccncnoncncnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnno nono nnnnnnnnnnnnnnnnnnnnns 24 4 5 1 SINGLE PILE ee cc ccceccecceecceccecececcecceeccecsecccuccessecccecseeecencessenccersesccuecesseeeees 25 4 5 2 GROUP PILES ele ee le eet hie 26 4 5 3 TOWER FOUNDATION 24 atadas dd dia des doo d bdo do ie hd oe dt o 208 28 46 SOIL PROPERTY PAGE cc cccccccccccceccccecceccececccececececeececscenecenecasecenseanecaneeaeneaeaeaeneansees 30 4 6 SOIL PROPERTY PAGE cococcccnccnncnononnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn nono nnnnnnnnnnnn nono nnnnnnnnnnnnnnnnnnnnnnnnos 30 4 6 1 SOIL PARAMETER SCREEN 0 ceeceeececceceeececceeececceceauecueceueceeceeeneeeueeaeeneeeaes 32 AT ADVANCED PAE ad 34 4 7 1 ZERO RESISTANCE AND NEGATIVE RE
29. efines the ultimate uplift capacity of the pile whereas the right side of the graph defines the ultimate downward compression capacity Sn Peer 5 Bjalas ala aja i AU PLEVSSANG CMT SAME mou echo PILE STRESS FORCE vs DEPTH Based on Ultimate Load Condition Vertical Stress kp42 Skin Friction kpA2 Axial Force kp D Down 45 00 1000 Up D Down 1000 Y E A od Top vertical Stress 0 000 Top Uplift 224 1 Nex Vertical Stress 3 092 Top Dow nWard 520 8 Figure 5 3 Depth vs s f Q Q CivilTech Software AllPile Manual 40 5 2 2 5 2 3 __ Chapter 5 Result_ Load vs Settlement By clicking on this button you will get a graph of compression load vs settlement of the pile pile group Three immediate settlement curves will be plotted Settlement of the side is in blue whereas settlement of the tip is in red Adding the two curves together will result in the total settlement the black line on the graph Note that the peak of side resistance is at a different location from peak of tip resistance Vertical Load vs Settlement Compression Load Qdown kp a DA 003 OOF 010 014 O17 O21 0 24 028 031 035 038 O42 O46 O49 052 O56 059 063 066 0m Settlement X in Total Skin Tip Figure 5 3 Vertical Load vs Settlement Plot Capacity vs Length Press the Capacity Length button to get the two diagrams sh
30. ement pile Kgown lt 1 Kup The horizontal to vertical stress ratio for calculations of uplift capacity You can modify the factor based on your experience See Chapter 8 K Vertical Stress Horizontal Stress Driven pile displacement pile K gt 1 Drilled pile no displacement pile K lt 1 Method Code This section is for the program s internal use This should not be changed unless you are familiar with the code A code including five letters to define the calculation method for each pile type Each letter is explained below gt CivilTech Software AllPile Manual 55 1 gna gra 4 CivilTech Software AllPile Manual Chapter 6 Setup Options Pile installation method D Driven pile displacement pile N Drilled pile no displacement pile Downward calculation method A B C reserved for different methods O No calculation Uplift calculation method A B C reserved for different methods O No calculation Tip resistance calculation method A B C reserved for different methods O No calculation Lateral calculation method A COM624P method O No calculation 56 Chapter 7 Samples CHAPTER f SAMPLES This chapter lists e Examples that are available within the program Q CivilTech Software AllPile Manual 57 Chapter 7 Samples 7 1 Samples Samples with different soil conditions and pile types are included in the program These examples are intended
31. eport Format Customize graphical output reports Materials page Configure pile materials Pile Type Configure pile type and method code 6 4 1 Report Format Page You can customize the format of the output report by designating the position of each item The location of each item are position based on coordinates where 0 0 is located at the upper left corner of the page Positive X is in the direction to the right and positive Y is in the direction vertically downwards The units of measurements are in inches or centimeters The items listed in the rows are as follows Logo The logo shown in the report can be a bmp gif or jpeg file Double click the row to specify the file path The width of the logo can be changed on the right most column W in inches or centimeters Firm Title 1 Your company name is presented here X and Y define the coordinates Double click the row to select text font Firm Title 2 You may enter a company subtitle here X and Y define the coordinates Double click the row to select text font Figure Number The page or figure number in the report X and Y define the coordinates Double click the row to select text font The page number shown in the table is a dummy The actual text in the report is from the Lateral Analysis Result or Vertical Analysis Result panel Project Title 1 This row specifies the location and font of the project amp Project Title 2 title X and Y define the coordinates The text shown i
32. et All instructions are presented in the Excel file Figure Number The figure number box allows you to input a figure plate number or page number so that you can insert the graphic into your own report The format of the report and the company name and logo can be modified in the Setup Options screen refer to Chapter 6 for details CivilTech Software AllPile Manual 47 Chapter 5 Result 5 4 Preview and Print Screen The Preview and Print screen toolbar is shown below Figure 5 9 The functions of all the buttons are described in the following text s1 lala je SS ewl i The buttons are Close Page Height Page Width Zoom In Zoom Out Printer Printer Setup Clipboard Save Close Figure 5 9 Preview Screen Close Preview Zoom to the page height Zoom to the page width Enlarge the image Reduce the image Send to printer Set up printer Copy the graphics to Windows Clipboard Users can paste the graphics to any Windows program such as MS Word PowerPoint and Excel Save graphics to a Windows metafile which can be opened or inserted by other drawing programs for editing Close Preview 5 5 Errors and Troubleshooting Report Layout If the font logo and title are missing or misplaced in the report most likely the setup file is damaged or the setting parameters are out of range You should open the Setup menu and restore to the manufacturer s settings Please refer to chapter 6 Vertical Anal
33. f the Data sheet All the instructions are presented in the Excel file Figure Number The figure number box allows you to input a figure plate number or page number so that you can insert the graphic into your own report The number you entered will be displayed on anyone of the above mentioned report The format of the report and the company name and logo can be modified in the Setup Options screen refer to Chapter 6 for detail 5 3 Lateral Analysis Results 5 3 1 The lateral analysis results panel Figure 5 7 provides several choices 7 Depth yt M P Submittal Report VV P yt M E Summary Report g Depth yt P Com624 Input D Depth M Comb24 Output LE p y Curve BE To MS Excel Figure No 5 0 J Close Figure 5 7 Lateral Analysis Results Depth z vs Ya M P The program provides 3 diagrams in the report as shown in Figure 5 8 Deflection y4 Lateral deflection along the depth z Moment M Bending moment in the pile shaft Shear P Shear force in the pile shaft It equals the lateral load applied at the pile head CivilTech Software AllPile Manual 5 3 2 Chapter 5 Result PILE DEFLECTION amp FORCE vs DEPTH Single Pile Khead 1 Kbe 1 Dept DEFLECTION yt in MOMENT kpt SHEAR kp Ekat Pik Topit am o 0m a0 o 20 El o 0 Pik Top tt POT mMm mo o cona I y p CR KOB ete Head j m2 23 om na oT SOM H l Loose Fill Had LB aT oe SiC t
34. he following steps show how to use this screen Step 1 Select material soft clay stiff clay silt sand or rock including concrete and p y input Step 2 Move the N bar to the desired value If the LINK check box is checked the other bars will move correspondingly If the box is unchecked the other parameters will not be affected when moving the N spt slide bar Step 3 Fine tune the other sliding bars to get parameters that best suits your geology Changes will not affect the other values if you alter the slide bars of other parameters other than N value Step 4 If you are finished with the input process close the screen by clicking APPLY The data will be display on the Soil Property table If you press Cancel the data will not be posted NOTE e The related properties selected from the N value are only recommendations Users should use their engineering judgment to adjust the parameters e Users should input the water table first The parameters related to N value are different above and below the water table e Ifthe user has a known parameter the N value bar can be moved until the known parameter reaches its value therefore getting the other corresponding parameters for the soil CivilTech Software AllPile Manual 32 p y Curve Input Chapter 4 Data Input You can customize the p y curve for the soil type or use the system default p y relation From the Soil Parameter Screen check the p y input box on the upper
35. ics gt El eres Y Show Pile and Soil Parameters in Graphics IV Show Pile and Soil Description in Graphics Figure 6 1 Setup Screen The setting of the program is saved in the system The user can choose to change these settings as they wish After making the necessary changes to the setting you could make this your default setting by clicking on Save Setup If you make changes on the setup screen but would like to restore your default setting click on Restore Saved Setup on the Setup pull down menu If you require to restore the manufacturers setting click on Restore Default Setup on the Setup pull down menu After you are satisfied with the settings you can return to the program by clicking on Close Setup 6 2 Pull Down Menu Setup Open Setup Open setup screen Close Setup Close the setup screen without saving the new settings Save Setup Save the new settings and not close the screen Restore Saved Restore the saved settings Setup Restore Default Restore the manufacturer settings Setup Print Setting Summarize setting information in NotePad format which allows you to print gt CivilTech Software AllPile Manual 51 Chapter 6 Setup Options 6 3 Speed Bar The speed bar has two buttons Save Setup Save the modified settings Close Setup Close the setup screen and return to the program 6 4 Tabbed Pages The three tabbed pages are summarized below Each page is described in detail in this chapter R
36. ide materials concrete and inside materials steel The material properties can be customized E G Defines elastic modulus of inside pile materials Specifies unit weight of inside pile materials CivilTech Software AllPile Manual 54 Chapter 6 Setup Options 6 4 3 Pile Type Page The Pile Type page is shown in Figure 6 3 The table in this page defines the pile type and method code The pile types listed in this table is the same list on the Pile Type input page Figure 4 1 ioixi File Edit Run Setup Help Setup Screen X Close Setup wh Save Setup Report Format Materials Pile Type Drilled Pile dia lt 24 in or 61 cm 0 7 0 4 NAACA Drilled Shaft dia gt 24 in or 61 cm 0 7 0 4 NAACA SHAFT US FHWA Methods 0 7 0 4 NABCA Driving Steel Pile Open end 0 7 D 4 DAADA Driving Steel Pile Close end 0 8 0 5 DAACA Driving Concrete Pile 1 3 0 8 DAACA Driving Timber Pile 1 8 11 DAACA Driving Jetted 0 7 0 4 DAAAA Micropile MiniPile 1 0 1 0 GAAAA Uplift Anchor 0 0 1 0 UNANN Uplift Plate 0 0 1 0 UNPPN Shallow Footing 1 0 1 0 NNNBB Method Code Type Dow Up Tip Lateral Do Not Change the Code Figure 6 3 Pile Type Setup Page Kaown The horizontal to vertical stress ratio for calculations of downward compression capacity You can modify the factor based on your experience See Chapter 8 K gown Vertical Stress Horizontal Stress Driven pile displacement pile Kgown gt 1 Drilled pile no displac
37. ile with small tip and large top Driving jetted pile soils are jetted during driving Micropile is a pressure grouted small diameter pile also called mini pile Uplift anchor frictionless steel bar with grouted ends uplift only Uplift plate frictionless steel bar with concrete or steel plates at the end uplift only Shallow footing spread footing for shallow foundations NOTE The parameters of each pile type can be customized in the Setup screen Chapter 6 Project Titles The project title and subtitle can be input in these two boxes The text will appear in the report The location and font can be customized in the Setup screen described in Chapter 6 Units Comments The Comments box is for additional comments or descriptions of the project You can choose to include this message in the profile section of the report by checking the Show Memo in Profile Box Select between English or Metric units to be used throughout the program If you change the units after input of data the data you have entered will automatically convert to the units specified Note However the data will not be exactly the same after some truncation during conversion CivilTech Software AllPile Manual 15 Chapter 4 Data Input 4 3 Pile Profile Page This page presents pile profile information as shown in Figure 4 2 The diagram on the left side reflects the information you input on the right side 1 allpile file name Oj
38. ing load at pile top Positive value of P is from left to right and negative value is from right to left Moment M Working moment on the pile head A positive value if M is clockwise and a negative value if M is counterclockwise Slope St The known slope angle at the pile head Negative value is clockwise and positive value is counterclockwise unit is deflection length Stiffness Kt The rotation stiffness Kt is the ratio of moment slope M St Negative value is clockwise and positive value is counterclockwise unit is the same as M Step 3 Cyclic Conditions gt CivilTech Software AllPile Manual 25 Chapter 4 Data Input Select Static or Cyclic shear load If the load is cyclic specify the number of cycles in the No of Cycles box between 2 and 500 NOTE The cyclic condition only applies to lateral analysis not vertical Step 4 Percentage Load Supported by Pile Cap You can adjust the amount of vertical load carried by the pile cap For 0 load supported by the pile cap the entire load is transfer to the pile therefore dissipated by the pile at greater depth For 100 load supported the entire load is supported by the pile cap Note To be conservation using 0 is recommended Step 53 Distributed lateral loads To distribute load along the length of the pile press the Input Load button to open the panel shown in Figure 4 7 In the Distributed Load table enter the following information Z The starti
39. ingle Pile Khead 1 Kbo 1 ep DEFLECTION ytin Erawa 2 e nm En x A E ee al Ee ie A E Li a t wW gay tD Figure 5 10 Depth vs Deflection 5 3 4 Depth vs M A series of bending moment curves at increasing loading Loading conditions are outlined in a chart at the lower left corner of the report Figure 5 11 PILE MOMENT vs LOADING jingle Pile Khead 1 Kbe 1 Dept o MOMENT kp4 Ekat Pik Top tt mm smm Fik Top t re i T T T T T T 1 2 Gona E Eo s Ca aq Eo 17 Ea a Lateral Moment Vertical vt Skpe Ma J Esa Wo wad kad Lad atHead atHead Momeit aq Li Ca O Mam ep J 1 10 2 mo om om 125 J 2 30 is mo oo om us y 3 o 2s mo o om 185 J i im MS mo o om 1125 El mo DD o om 1232 J 6 a 2s mo on om 158 Ca 7 w o mo o om 1625 173 Figure 5 11 Depth vs Moment 5 3 5 p y Curve A series of p y curves at different depths The depths are defined on the Advanced page Q CivilTech Software AllPile Manual 46 5 3 6 5 3 7 5 3 8 A 5 3 9 5 3 10 Chapter 5 Result _ Submittal Report A report generated by the program that contains the most critical information for design It extracts calculation results from Com624 Output and summarizes the information in this report Summary Report Summary Report provides a summary of calculated results The report is saved and opened in Windows Notepad If the file is too large Windows will automatically open the report in Wordpad instead of N
40. k Close Program 5 After the program has closed plug the USB key into any unused USB port If you already plug the key in you need to unplug the key and plug it in again 6 Windows will detect the new hardware USB key Found New Hardware ga ROCKEY4 USB 6 Note If your computer does not detect the USB key you will have to manually install the driver from the installation disk Step 1 Explore the CD using My Computer Step 2 Double click on the InstDrv exe icon 7 After installation of the USB key driver is complete run AllPile The program will check for the key If the message Find Activation Key is displayed on the side panel The program is ready for use Hint It is possible particularly for Win98 users that the USB CivilTech Software AllPile Manual 4 Chapter 2 Installation and Activation support option inside the BIOS has been disabled You can enable USB support in the CMOS functions menu when your computer is booting up Please contact our staff if you need assistance for this procedure 8 The key activation status can be checked from Help manual under Activation Key Note For WinXP users an USB key warning message may appear when you are installing your driver Please ignore the message and complete the installation Download Program from Internet 1 The most recent copy of the software can be downloaded from our Web site www civiltech com software download html 2 Selec
41. lTech Software AllPile Manual 5 Chapter 2 Installation and Activation required fields and fax it back to us at 425 453 5848 or by email at cte civiltech com Record CPU number and report to CivilTech Registration Panel Computer CPU Number 46477246039CV6 Please report CPU Number via email fax or phone to us We will give you the Registartion Code Then enter the numbers below Recistation Code Peste SSC Input Registration Code given by CivilTech 4 Your Registration Code will be given to you after you submit your request form 5 After inputting the Registration Code in the Registration Panel Click on Register 6 The program will respond with a message box confirming your registration Starting the Open ALLPILE using the shortcut icon on your Windows desktop Program After initial installation the program will be in demo mode User must activate the program with a registration code or with the USB key in order to unlock full functions of the software program Quitting the From the File menu select Exit or Ctrl X Program Input Firm and From the Help menu select Firm and User Once the panel pulls User Name out enter in your firm s name and the user name These information will be printed in the report About Program From the Help menu select About This will provide you with the version of the program Click anywhere on the screen to exit back to the program Note The program is
42. le Pile has six possible head conditions as shown in Figure 4 6 click on the condition that best suits your project The conditions are described below 1 P M The head of the pile can freely rotate under lateral shear load P and moment M 2 P M 0 This condition is a special case of condition 1 where moment M is zero Only lateral shear load P is acting on the pile commonly called free head condition 3 P 0 M Shear load is zero and only moment is acting on the pile top a special case of condition 1 4 P Kt Kt is head rotation stiffness in moment per unit slope useful for some structural analyses Input Kt along with P If Kt 0 then it is the same as condition 2 above P M 0 5 P St St is the top rotation in degrees Input St to force the pile head to rotate to a certain degree 6 P St 0 Commonly called fixed head there is no rotation in the pile head since St 0 Moment will be generated at the pile head NOTE All the conditions can be combined with vertical load Q Step 2 Load Conditions for Single Pile Based on the head conditions there are many combinations of loads The program automatically selects load combinations based on the head condition selected Possible loads are Vertical load Q Downward and uplift working load at pile top Input a negative value for uplift load The program will calculate both downward and uplift capacity in the vertical analysis Shear load P Lateral work
43. le tip Z Ft M Load Pressure P kip f kN m kPa Width B ft M Group Pile and cap Kcap percent percent Tower Number of columns Nx Foundation Column spacing Sx in cm Number of rows Ny Row spacing Sy or S in cm Soil Property Water table depth GWT from surface ft m Unit weight G lb ft kN m Friction Phi 6 degrees degrees Cohesion C kip f kN m kPa Modulus of subgrade k lb in MN m reaction Soil strain or E50 percent Percent Relative density Dr percent Percent SPT Value Nspt a a CivilTech Software AllPile Manual 37 CHAPTER D RESULTS This chapter describes e The output of AllPile e Some of the analyses you can perform with the program e The results of the analyses Q CivilTech Software AllPile Manual 38 Chapter 5 Result 5 1 Profile The Profile function provides the pile profile and soil conditions Figure 5 1 This report also presents soil parameters as well as foundation material properties input by users The report can be printed for references Page 1 A ajajaja 4 3 aja i Lala Diameter more ta 24h 610m For bell section sekot Belka la FOUNDATION PROFILE amp SOIL CONDITIONS Elmer varios or Pik Secon FOUNDATION PROPERTIES SOIL PROPERTIES Dept Wt h Areal Perla 1 14 Ea wipt oo e 2007 1808 26221 JD 210 Concrete org 33 om Derse gral SAND so of 0 om ia Vengderse sinySAND Gecit 2200 10s 20m0 JD 201 Concrete Mogi SIDA 252 105
44. lue is counterclockwise There are no moments at the tip of each pile individually due to the fixation of head by the pile cap Torsion T Torsion generated at the pile cap Twisting of the pile cap due to external load Step 4 Cyclic Conditions Select Static or Cyclic shear load No of Cycles between 2 and 500 Only for lateral analysis Step 5 Percentage of Load Supported by Pile Cap You can adjust the amount of vertical load carried by the pile cap For 0 load supported by the pile cap the entire load is transfer to the pile therefore dissipated by the pile at greater depth For 100 load supported the pile cap supports the entire load Note To be conservative using 0 is recommended 4 5 3 Tower Foundation Tower foundation analysis is similar to the other analyses where you get to specify a head condition under compression shear moment and torsion It is assumed all piles have equal spacing in x and y direction You can choose from fix head free head or no pile cap The user will also be asked to input the number of piles they want for the analysis up to 4 piles T7 allpile file name ex2 a6p 10 xi Step 2 Ele Edt Run Setup Help 2 Belial JE Profle Vertical Lateral Sample MIU ERE MEE Pile Type Pile Profile Pile Section Pile No and Loading Soil Properties Advanced VerticallQ kip Shear P kip Moment Mkip t Torsion T kip 100 20 25 o o PA ES MK Step 3 G Sta
45. mple Pull Down to View Sample Files y Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced Pile Type Project Title 1 Drilled Pile dia lt 24 in or 61 cm O Diiled Shaft dia gt 24 in or 61 cm Proiect Title 2 SHAFT US FHWA Methods C Driving Steel Pile Open end Mena shom Mame n Profle Driving Steel Pile Close end Concrete poured into drilled hole C Driving Concretel Pile bli is limited to 24in C Driving Timber Pile Driving Jetted Micropile MiniPile Uplift Anchor Uplift Plate Units Shallow Footing English Metric Figure 4 1 Pile Type Input Page Q CivilTech Software AllPile Manual 14 Chapter 4 Data Input 4 2 Pile Type Page As shown in Figure 4 1 you can select the pile type that best suits your condition and design criteria There are twelve different pile types to choose from the pile type list 4 2 2 4 2 3 1 E Oe E O j o 11 12 Drilled pile diameter less than or equal to 24 inches such as auger cast Drilled pile diameter is more than 24 inches such as drilled shaft or pier Shaft using US FHWA SHAFT methods of analysis Driving steel pile with opened end such as H pile or open end pipe Driving steel pipe with closed end including pipe with shoe on the tip Driving concrete pile such as pre cased circular or square concrete pile Driving timber pile tapered p
46. n The total area of the base Factor required to calculate the friction against sliding at the base of the footing Cast in place footing rough factor of 0 6 to 1 typical value is 0 7 Pre cast with small surface factor of 0 3 to 0 6 typical value 0 4 is used 4 5 Pile No and Loading You can start off by selecting the pile configuration that most fits the analysis Select single pile group pile or tower foundation analysis Figure 4 6 from the tabs on the left side of the panel AS Allpile file name ex2 a6p I x File Edit Run Setup Help D e SE Profile Vertical Lateral Sample AAN Step 2 Input Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced Loadi ng Select from Vertical Q kip Shear P kip Moment M kip ft oa Static Single 100 20 25 C Cyclic gle l ZE ES a Step 3 Group pile or 2 5 Cyclic Tower T Load Supported y Sn Foundadon bE by Pile Cap fin 2 Condition a fo Qa Step 1 a Step 4 Supported Select Head E by Pile Cap Condition E w Distributed Load Step 5 E Distribution l Load Input Load FreeHead Fixed Head Figure 4 6 Group Head Load Page Single Pile CivilTech Software AllPile Manual 24 Chapter 4 Data Input 4 5 1 Single Pile Click on the Single Pile tab if you want to perform analysis of one pile then follow the steps below Step 1 Head Conditions for Single Pile Sing
47. n the table is a dummy The actual text in the report is from the Pile Type page CivilTech Software AllPile Manual 52 Options Show all titles and logos in Graphics Show Pile and Soil parameters in Graphics Show Pile and Soil Description Chapter 6 Setup Options Turns on and off all the titles and logo in graphical report It is useful for copying and pasting to other Windows programs Turns on and off all pile and soil parameters in Profile graphical report Turns on and off all pile and soil descriptions in Profile graphical report in Graphics Preview Clicking on the Preview button will allow you to see the template of the report 6 4 2 Materials Page This page sets the properties for the pile materials The Materials Page Figure 6 2 has two tables The first table is the materials for the outside skin of the pile The second table is inside materials of the pile 17 allpile file name File Edit Bun Setup Help Setup Screen X Close Setup Save Setup Report Format Materials Pile Type 15 x E kp i2 G Ib f3 25 0 1 0 29000 487 0 20 0 1 0 29000 487 0 0 8 1 0 3000 150 0 0 7 1 0 3000 150 0 Grouted 0 0 2000 0 3000 150 0 0 0 3000 0 3000 150 0 0 0 1 0 29000 487 0 Soil Cohesion 1 0 3000 150 0 Figure 6 2 Materials Page gt CivilTech Software AllPile Manual 53 Chapter 6 Setup Options Each material in the table has four properties that can be cu
48. n an existing file A dialog box with a list of files will open on the screen Select the file you want and open or click on Cancel to return to program Save the file you are working on save your open files periodically to avoid losing data in case of a system crash If the file is untitled the program will automatically switch to the Save as command and ask you to provide a file name Save a new untitled file or change the file name or location of the file you are working with Select this option to make the program remember the current path When you open the program next time it will automatically go to this path to find your data files Lists the five most recent files you used You can click on any one of them to open the file instantly Exit the program You will be prompted to save any open files CivilTech Software AllPile Manual 10 3 3 2 Edit Chapter 3 Introducing AllPile The edit menu will be functional when the Pile Properties Table is active Figure 4 4 or Soil Property Table is active Figure 4 9 Insert row Insert duplicate row Clear row Delete row up Insert a blank row in the table Insert a row with the same data as the row selected Clear delete the data in the selected row and create a blank row Delete the selected row from the table and shift next row HINT Select a row by clicking any cell in the row The selected cell will be highlighted in blue 3 3 3 Run The Ru
49. n menu gives options for executing the program s analyses If you have not entered enough data to run the program it will not execute Profile F4 Vertical F5 All Loads F6 3 3 4 Setup Generate profile with information Run vertical analysis only Run vertical and lateral analyses The Setup menu allows you to enter the material properties for the piles and the properties of different pile types Open Setup Close Setup Save Setup Restore Saved Setup Restore Default Setup Print Setup 3 3 5 Help Help Manual F1 Activation Key Registration Code Firm and User About CivilTech Software AllPile Manual Open the Setup Options screen to set parameters related to pile properties Close Setup Screen and return to program interface without saving changes Save your changes in settings Clear the screen and reload the previous saved setting Clear the screen and reload the default settings Open Notepad to view and print the setup data Open the help manual Check status of activation key or get information about registration code register program if not yet registered Input firm and user name Display information about the version of your program and CivilTech s contact information 11 Chapter 3 Introducing AllPile 3 4 Speed Bar The speed bar provides seven short cut buttons for certain commands and a quick pull down manual containing examples of pile designs Figure 3 4 shows the buttons
50. ng point of the distributed load z is the distance from the pile top Pq Pq is distributed load along pile length at the z location B B is the width of the pressure Note To apply the distributed load the check box above the Input Load button must be checked iix Fle Edt Run Setup Help The following examples illustrate how data are to Gal iL Foie A Vertical 4 AlLoads Sample Pul Down to View Sample Files 7 be inputted in the table Pile Type File Profile Pile Properties Pile No and Loading Soil Properties Advanced Example 1 Distributed Load A signal post is 6ft wide and 8ft high above ground A pile 1 2 ft in diameter supports it below ground Wind pressure is 1 5 ksf You can input z 0 ft pq 1 5ksf B 6 ft in the first row and z 8 ft Pq 0 and B 1 2ft in the second row 71 Pq 22 Pq2 73 P93 Example 2 74 Pqd If a lateral pressure load of 1 kip per square foot Concentrated load can be converted to distributed load 2 Depth below a ksf or kip ft acting ona 2ft high pile shaft Two depths need to be input The two depths should Pile To p a E a 6 be at least 1 foot 0 3 m apart e dia 1 5 ft you can input z 2ft Pq 1ksf and q Pressure al ES B Width ate B 1 5ft Example 3 Ifa lateral load of 1kip per linear foot 1 kip ft is Figure 4 7 Distributed Load acting on the pile diameter diameter 1 5 feet you should input Pq 1 ksf and B 1 4 5 2 Gro
51. otepad HINTS e In the Notepad page you can copy and paste data to other Windows programs such as Word However the tabulated data are spacing delimited so they are not suitable for Excel To export data to Excel see Exporting to Excel below e If the report text is wrapped in Notepad you can improve readability by selecting a smaller font by opening Set Font under the Edit menu We recommend using Courier new font size 8 Com624 Output Input The lateral is performed by uses the revised version of Com624P program embedded in AllPile You can view a typical Com624P output report by pressing the button You can also view the Com624P input file by pressing the Com624 Input button HINTS e Ifthe program encounters some errors and cannot produce results you should review the Com624 output You can also directly run Com624P using the input file by the program e Com624 program and example files can be downloaded from the AllPile Section in CivilTech s website Exporting to Excel If you have Microsoft Excel 97 or 2000 installed on your computer clicking on this button will launch a pre designed Excel file called Allpile xls After the Excel file is opened on the first sheet Data there is a button called Update Lateral Data Press this button to update data from AllPile You can view graphics presented on the next few sheets You may edit the graphics but do not change the structures or settings in the Data she
52. own on Figure 5 4 One is the downward capacity Qa versus pile length L The other is the uplift capacity Q versus pile length L The start and end lengths can be specified in the two boxes below the button Users can also choose to generate graphs for ultimate capacity or allowable capacity by checking the corresponding box below the button The Factor of Safety can be defined on the advanced page NOTE This function only works for a single section pile If the pile has more than one section the resulted graph does not represent the actual condition CivilTech Software AllPile Manual 41 Chapter 5 Result ULTIMATE CAPACITY vs FOUNDATION DEPTH O O O tt 800 mr 720 E J 720 F 4 2 E q E 560 J a Fr z 3 F 3 x E 4 o 4 P 4 0 3 J J 5 E Y J z F al a E A J 5 E e sn ao amp 0 8 E E E F 7 5 E YY 4 pa E I 5 E J E y y fF 3 f a E J E q E J E gJ 8 J E J 20 240 160 E 160 E J wE 4 J E J E 1 J E J o Loi Pepi tit tt tit tp ititii ti tit tipi dr o Ou Tipit itsr ist rip itis titi tii ti ti o 5 0 15 2 5 0D 5 a 45 50 o 5 o 1 2 25 2D 36 4 4 Foundation Depth Lt Foundation Depth Lt 5 2 4 t z Curve When clicked on the t z curve button a t z curve will be generated Figure 5 5 This curve gives the skin friction along the depth of the pile Itis a function of
53. relative movement between soil and pile The t z function can generate t z curves at various depths Users can define the depths at which these curves are to be generated on the Advanced page Skin Resistance vs Side Movement t z Skin Resistance t kp f2 02 P i on barhol rrihni tir tire t tt in om of om of of off OA OA 0 O07 O 08 of oO O49 O52 0 059 Of 0665 O70 Side Movement z in Depth 7 9 118 156 195 23 4 273 311 1t Figure 5 5 Skin Friction vs Side Movement 5 2 5 q w Curve The q w curve plots the tip settlement against the tip resistance Figure 5 6 shows a plot of such curve Q CivilTech Software AllPile Manual 42 5 2 6 5 2 7 A 5 2 8 5 2 9 Chapter 5 Result Tip Resistance vs Movement q w Tip Resistance q kp f2 om on om 040 Dit ON 021 oz oO 03 0 042 Das ow os2 056 os of 0665 070 Tip Movement w in Figure 5 6 Tip Resistance vs Tip Movement Submittal Report The formatted submittal report gives soil and pile physical parameters used in the analysis as well as the calculated results for vertical analysis in an organized fashion Presented here are the most important information required for pile design Summary Report Summary report provides on unformatted summary of calculated results The report is opened in Windows Notepad
54. right corner of the panel Then click on Input p y curve The p y input screen is shown in Figure 4 12 If you would like to modify the p y curve from the previous layer it can be copied by clicking on the Copy from previous row button The values will be amplified if the user enters a multiplier in the Copy Factor field Soil Parameter Screen from ground surface 15 ft lol x Lo No fyn Pabi Input P Y Points Und O 0 Minimum 2 Points dense silty SAND Glacial till 2 66 1 Maximum 17 Points Very Dense 3 Bie Copy PY from upper Soil AD A se N s1 8 105 M Links FE 120 Copy Factor 2 G 3 e 6 0 Le Show Graphical Curve 130 140 5 6 kN m3 C 0 0 00 kN m2 0 5 MN m3 2000 Dr 4 PG boo ion Seiad XK corca f Apply x Cancel This Figure 4 12 User define p y Input After you are satisfied with the entry clicking on Show Graphical Curve will give you the corresponding curve Click Apply to accept the data inputted or click Cancel to exit screen without accepting changes NOTE The system will generate a p y curve based on the k and eso value selected on the soil parameter screen Once the user input their preferred p y curve values and the box is checked the k and eso will be ignored in the analysis If p y is inputted and the box is unchecked the program uses the default p y CivilTech Software AllPile Manual 33 Chapter 4 Data Input 4 7 Advanced Page This page allows th
55. rogram interface has three main components Figure 3 2 1 Top Pull down menus of standard Windows type commands 2 Second row Speed bar with shortcut command buttons and samples 3 Input pages six tabs to open the desired data input page The first two rows are described below The input pages are described in detail in Chapter 4 Pull down menus TAS File Edt Run Setup Help Speed bar p ayi Vertical Sample Pull Down ti Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced Input pages A Figure 3 2 Main Components of Program Interface CivilTech Software AllPile Manual Chapter 3 Introducing AllPile 3 3 Pull Down Menus 3 3 1 7 allpile file name ex28 a6p File Edit Run Setup Help New Open Save F10 Save As Save Current Path F allpile6 sample ex28 a6p F allpile6 sample ex21 a6p F allpile6 sample ex19 a6p F allpile6 sample ex12 ap F allpile6 sample ex8 a6p Exit Ctrl k Figure 3 3 File Pull Down Menu HINT You can use the Alt key plus the underlined letter to open the pull down menu For example press Alt F to pull down the File sub menu After the pull down menu is open you can type the underlined letter to select an option For example in the File submenu press N to select New File New Open Save F10 Save As Save Current Path Historical file list Exit Create a new data file Ope
56. soils are too soft or load is too large Pile too flexible If the I and E of the pile section are too small COM624 stops Soils are too soft or loose If Phi or K is too small for sandy soils and C or e50 is too small for cohesive soils COM624 stops Load is too large If P M or y is too large COM624 stops Large surface slope angle or batter angle If the surface or batter angle is larger than the soil friction angle COM624 stops Large H If the distance between pile top and ground surface is too large COM624 stops HINT view the COM624 OUTPUT report to get the error message CivilTech Software AllPile Manual 49 CHAPTER 6 SETUP OPTIONS This chapter details e Settings of the program e User customization and configurations Q CivilTech Software AllPile Manual 50 Chapter 6 Setup Options 6 1 Setup Screen The setup screen Figure 6 1 can be accessed by selecting Open Setup from the Setup pull down menu we Allpile file name o x File Edit Bun Setup Help Setup Screen X Close Setup Save Setup Report Format Materials Pile Type Double click the table cell to change font or logo path Double click here to find and open your logo file CivilTech Software 0 80 8 20 N A 0 80 8 00 N A Figure 10 9 00 8 20 N A Project Title 1 in input page 1 5 20 8 00 N A Project Title 2 in input page 1 5 20 8 20 N A IV Show all the titles and logo in Graph
57. stomized Skin Friction Angle 6 or Faction Ky Adhesion Ca or Factor K E G Defines the skin friction 6 between granular soils and the pile e If you input a value within 10 to 50 the program will recognize it as skin friction 6 e If you input a value ranging from 0 1 to 1 the program multiplies the factor by the soil internal friction to get the skin friction 6 5 Ke 0 Where K friction factor 0 1 1 NOTE Internal friction q is the friction between granular soil particles Skin friction 5 is the skin friction between soil and pile is not the same as usually is less than q Defines the adhesion Ca between cohesive soils and the pile If you input a value ranging from 10 or more the program recognizes it as adhesion Ca If you input a factor range 0 1 to 1 the program multiplies the factor by the soil cohesion C to get the adhesion Ca Ca K C Where Kc adhesion factor 0 1 1 NOTE Cohesion C is the shear strength between cohesive soils Adhesion Ca is the shear resistance between soil and pile Ca is not equal to C Usually Ca is less than C Defines elastic modulus of pile materials Specifies unit weight of pile materials The second table is the materials properties of the inside of the pile For example a steel pipe pile filled with concrete has outside materials steel and inside materials concrete A concrete pile with steel bars has outs
58. t the most recent version of AllPile for download The program is in demo version if the activation key is not detected All functions on the Demo version will be unlock when the activation key is plugged in The browser will prompt you to save the file to a directory 3 After download find the downloaded file al_setup exe and open it The program will start up the installation process automatically Follow the above installation procedures for CD to complete the installation Download Manual from Internet The most updated manual for AllPile can be downloaded from our Web site www civiltech com software download html Click on AllPile Manual link to open the manual you must have Adobe Acrobat Reader to open the file Then save the PDF file onto your hard drive Setup Code From CD 1 Follow steps 1 to 3 above 2 After installation is complete the program will launch The first time you run the program the registration panel will show up automatically You also can open it from the Help menu under Register Fie Edt Run Setup Help Contents F1 bjelel r Pile Type Pie Profile F About 3 The registration panel will appear The CPU number is shown at the top in Red block letters This is a unique number for your computer which must be reported to CivilTech for the Registration Code Please download the registration form from http www civiltech com software registration doc fill out all the Civi
59. the result for vertical analysis The parameter of each material can be modify in setup screen Steel Rough Steel Smooth Concrete Rough Concrete Smooth Grouted Post Grouted Timber Tapered Plastic No friction Steel S Soil Cohesion Select Inside Materials The inside of the pile can be Outside Hollow Steel Concrete Plastic Specially treated rough surface Steel pipe or H pile with normal surface Concrete cast directly against the soil such as auger cast piles Concrete cast in steel casing with smooth surface or pre cast concrete pile Cement with high grouting pressure during installation such as tie back anchor or micropile Grouting twice or more with higher grouting pressure Timber pile with large top and smaller tip users should define the start depth and the start diameter then the end depth and the end diameter Pile with plastic surface No friction or frictionless part of pile such as the unbound length of tieback anchor The ultimate side resistance equal to soil cohesion There is no other modifications involved The same material as the outside skin No material inside Reinforcement bar in concrete Steel pipe filled with concrete Pile with plastic core Note refer to Step 5 below to identify the percentage of inside materials to outside material CivilTech Software AllPile Manual 20 Chapter 4 Data Input Step 4 Reduction Factors or Adhesion If material of the pil
60. tic Cyclic ae 2 gt M a ca Fo H P a E 3 ae P Pile No 5 Ar EN 2 P C 1Pie Step 4 E 3 ti gt E 2Pies j Fixed Head AllPile Cheds Step 1 With Cap Ale Che eons 5 Critical 3 Top View Directions C 4Piles pan yee Pile Spacing 5 in Figure 4 9 Tower Foundation Screen Step 5 Step 1 Select Head Condition Select from the three head condition as described below Free Head Top of the pile can freely rotate Pin or hinge connections are assumed between pile caps and piles Fixed Head There are no rotation in the pile cap Piles and pile cap are fixed Moment will be generated at the pile head CivilTech Software AllPile Manual 28 Chapter 4 Data Input No Cap There is no pile cap to connect each pile Step 2 Load Conditions for Group Piles Four load conditions apply to a set of group piles Vertical load Q Downward and uplift working load at pile cap equally distributed to all piles in the group Input a negative value for uplift load Shear load P Lateral working load at pile cap Positive value of P is from left to right and negative value is from right to left Load will be distributed to all piles in the group based on their lateral stiffness Moment M Moment generated at the pile cap Positive value of P is clockwise and a negative value is counterclockwise There are no moments at the tip of each pile individuall
61. tion All rights reserved Simultaneously published in the U S and Canada Printed and bound in the United States of America Published by CivilTech Software 400 108th Ave NE Suite 400 Bellevue WA 98004 U S A Phone 425 453 6488 Fax 425 453 5848 E mail ctc civiltech com Web Site http www civiltech com Q CivilTech Software Table of Contents TABLE OF CONTENTS cooccccccccccc a I CHAPTER 1 INTRODUCTION CEP 1 177 SRB OWT A tc arc lA eet apts peat ates 2 172 ABOUT THE MANUAL nod dt acne ana a A che ee SG 2 1 3 ABOUT THE COMPANY cccocccccconcconcnoncnoncnnnnononononononnno nono non nono nono nn nono non nEn nro none nene nene nene nnnnnnnes 2 CHAPTER 2 INSTALLATION AND ACTIVATION sscscsccsccccennncecensneeenssees Y BA INSTALA TON tt da de dr dera ads e Ed e o do ende Da eel e 4 CHAPTER 3 INTRODUCING ALLPILE cccccccccccnnccnneccccccnncnnmeeeneccnnnenneen Z 3 1 PROGRAM OVERVIEW cccceccccccecccecccececeececeeceeeceeeceueceeceecuseausueueueueeaueeeeeuuausaaaeaaeeaaueaaaenaas 7 gT IPROGRAMOVERVIE WA rra ot ainda 8 3 3 PULL DOWN MENUS 0 cceeeceeecececeecececccecececcceecceeceeecceecccecececcceecceeeceeeeeeccseecsucenteetntentess 10 S URILE lost O 10 SS B SE AEEA eee eee 11 ORERE E AEN DAAE ANE ANAA ATE PANTE AE Cones AAAA E cee 11 BG fre ie SIR aL Sere ee ie o ere eRe 11 VIO EP A EEE a tas 11 34 SPEED BAR muni AA A Da Ie ADR ad 12 3 5 SAMPLE AND TEMPLATES ccccccccecccceceecccececec
62. tion screen as shown in Figure 4 5 A tip section uses total area A instead of the effective Area A For more details refer to Effective Area and Total Area section of this chapter For tip section input user can choice to input their own ultimate bearing pressure capacity or let the program generate its own If the user defines their own ultimate capacity the program will directly use the value for analysis without modification in the calculation 4 4 2 Pile Section Screen The Pile Section screen is for inputting pile material and size for the particular section of the pile Some of the fields in this window are the same as the fields shown on the Pile Property table you can input or change these properties in either place Described below are seven general steps for inputting section properties When you are done press Apply button to save the data If you press Cancel the data will not be saved and the Pile Property table Figure 4 4 will not be changed If you have selected Shallow foundation as the pile type you will get the shallow foundation window for parameters input instead of the one below Refer to Section 4 4 4 Step 1 Step 2 Step 3 e Pile Section Screen from pile top 37 ft E loj x Dutside Inside Loadin y Steel rough Dutside Steel smooth Hollow Strong Axis Concrete rough Aris Concrete smooth Strong Pol ia tep 4 Step 5
63. up Piles Group analysis lets you select two head conditions under compressive shear moment and torsion loading with unlimited number of piles The analysis provides settlement rotation and lateral movement of the pile cap under these loadings You can select the head condition that best fits your condition Q CivilTech Software AllPile Manual 26 Chapter 4 Data Input TY allpile file name File Edit Run Setup Help ole ml Vertical All Loads 101x Sample Pull Down to View Sample Files pe Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced Vertical Q kip Shear P kip Moment MJkip ft Torsion T kip fro Static Step 3 Input gt 10 fio 10 Loads Step 2 Head Condition Step 1 Step 2 Step 3 CivilTech Software AllPile Manual EAT Top View E AllPile Checks Loads inX and Y Directions x Tower Foundation Group Piles Single Pile Step 4 Cyclic Condition Cyclic Load Supported by Pile Cap in j Step 5 Load Supported by Cap Nx No of Columns Col Spacing x in Fixed Head S o ba Sy Row Spacing A D Ny Na of Fows Sx Column Spacing Ny No of Rows Step 1 Group Layout i Row Spacing Sy in i Nx No of Columns Figure 4 8 Pile No amp Loading Page Group Pile Layout Assuming the lateral load P is a
64. y due to the fixation of head by the pile cap Torsion T Torsion generated at the pile cap Twisting of the pile cap due to external load Step3 Cyclic Conditions Select Static or Cyclic shear load No of Cycles between 2 and 500 This information is for lateral analyses only Step 4 Pile Number The total number of piles under a tower Step 5 Pile Spacing The spacing between piles are assumed to be equal Spacing has to be input in inches or cm It is assumed x and y direction have the same spacing CivilTech Software AllPile Manual 29 Chapter 4 Data Input_ 4 6 Soil Property Page The Soil Property page Figure 4 10 allows you to input water and soil information in four easy steps ae Allpile file name ex9 a6p E 101 x File Edit Run Setup Help D tal it amp amp Profile A Vertical al Lateral Sample cla You must have Pile Type Pile Profile Pile Properties Pile No and Loading Soil Properties Advanced a separate Soil Property Table Water Table Y 12 Ground Elevation Optional Eo gt layer at water table location 1174 342 00 614 4067 13 1 26 819 5 0 57 20 0 00 81 7 60 29 25 1655 2 0 41 35 2350 4 0 34 48 Input total unit weight above GWT amd buoyant unit weight below GWT o Tip resistance based on stratum from pile tip extend to fi 0 y time of pile diameter 10 recommended Figure 4 10 Soil Property Page Step 1 Ground Water Table GWT Input the
65. ysis The program will check most input for errors before calculation Typical errors are e Total unit weight instead of buoyant unit weight under water table Buoyant unit weight should be input under water table e No data in pile properties such as width area I and E e No data in soil properties such as G Phi and C e Setup file is damaged or the setting parameters are out of range You should open the Setup menu and check the values CivilTech Software AllPile Manual 48 Lateral Analysis Chapter 5 Result The program uses a pre processor of COM628P to perform lateral analyses The codes within the program have been re written to solve most of the problems when initiating COM624P in the previous version of this program The problems that are related to execution or limitations of COM624P are No COM624 output file Com624 computation encountered an error and the program did not produce output file Error in Com624 computation No Depth y data Com624 computation encountered an error and the program did not produce Depth y Error in Com624 computation No p y data Com624 computation encountered an error and the program did not produce p y If any one of the above warnings is encountered please check the data Most of the cases are related to excessive calculated deflection which exceeds the allowable y This causes COM624 to terminate the calculations The problem occurs when the pile is too flexible

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